Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 100
... simulations is very tempting . A strategy utilizing information gleaned from a preliminary time or frequency domain analysis is described below and is then applied to two flexible riser configurations . SIMULATIONS AND LINEAR RESPONSE ...
... simulations is very tempting . A strategy utilizing information gleaned from a preliminary time or frequency domain analysis is described below and is then applied to two flexible riser configurations . SIMULATIONS AND LINEAR RESPONSE ...
Page 101
... simulated response that the largest simulated maxima will be found near the largest estimated maxima , the response estimates may be used to identify which portions of the wave record that should be simulated . Short simulations are ...
... simulated response that the largest simulated maxima will be found near the largest estimated maxima , the response estimates may be used to identify which portions of the wave record that should be simulated . Short simulations are ...
Page 102
... simulated response show the correct non- Gaussian behaviour . If a small number of simulations is planned , the correlation between the properties of the simulated and estimated response time series may be used to choose wave records ...
... simulated response show the correct non- Gaussian behaviour . If a small number of simulations is planned , the correlation between the properties of the simulated and estimated response time series may be used to choose wave records ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld